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PL
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10:16:47
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9/19/2014
OP
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OR: kenneth.younger
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P:\
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P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
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AA
SH
TO\
FS
PG
General
Notes.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
REVISIONS
Mark Description By Chk’d. Recm’d. Date
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
YN
S
E
N
P
VAL
N
IA
REGISTERED
M
CM
O
WO
NH
FO
AETL
PROFESSIONAL
ENGINEER
PE-054712-E
MATTHEW J. MACEY
IS COVERED UNDER U.S. PATENT NUMBER 7,627,921
ORIGINALLY INTENDED. THIS FOLDED STEEL PLATE GIRDER SYSTEM
DRAWING OTHER THAN THAT OF WHICH CDR BRIDGE SYSTEMS, LLC
REPRESENTATION OR WARRANTIES AS TO ANY USE OF THIS
BRIDGE SYSTEMS, LLC. CDR BRIDGE SYSTEMS, LLC MAKES NO
WAY INJURIOUS TO AND/OR CONTRARY TO THE INTERESTS OF CDR
LLC. NO USE IS TO BE MADE OF IT WHICH IS OR MAY BE IN ANY
OTHERS WITHOUT THE EXPRESSED CONSENT OF CDR BRIDGE SYSTEMS,
OF IT NOR INFORMATION DERIVED FROM IT IS TO BE GIVEN TO
PLATE GIRDER PATENT. NEITHER THE DRAWING OR REPRODUCTION
CDR BRIDGE SYSTEMS, LLC IS A LICENSEE OF THE FOLDED STEEL
THIS DRAWING IS THE PROPERTY OF CDR BRIDGE SYSTEMS, LLC.
9/19/14
DESIGN SPECIFICATIONS
STANDARD DETAILSFOLDED STEEL PLATE GIRDER SYSTEM
1.0 USE AND LIMITATIONS
2.0 TECHNICAL INFORMATION
3.0 GENERAL DESIGN
DESIGN SPECIFICATIONS
TM
TM
TM
TM
TM
TM
TM
TM
TM
1
TM
RAISED SIDEWALKS ARE NOT CONSIDERED FOR THE DESIGN.
ACCOMMODATED IN THE GIRDER HAUNCH.
DEAD LOAD DEFLECTION AND CROSS SLOPE SHALL BE
DUE TO COLD BENDING, THE GIRDERS CANNOT BE CAMBERED.
4.0 STRUCTURAL DESIGN
A CONTRACTOR ALTERNATE.
FOR USE IN PRELIMINARY ENGINEERING, FINAL DESIGN, OR AS
THE FOLDED STEEL PLATE GIRDER SYSTEM MAY BE SPECIFIED
INTO ANY PROJECT. UPON DEPARTMENT BRIDGE ENGINEER APPROVAL,
INCORPORATING THE FOLDED STEEL PLATE GIRDER SYSTEM
SECURE THE DEPARTMENT BRIDGE ENGINEER’S APPROVAL BEFORE
DESIGN MANUAL, PART 4.
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PENNDOT)
503 MARTINDALE STREET, PITTSBURGH, PA 15212), AND
GIRDER SYSTEM (D.L. CLARK BUILDING, SUITE 610,
CDR BRIDGE SYSTEMS, LLC FOR THE FOLDED STEEL PLATE
PER MANUFACTURER’S DESIGN SPECIFICATIONS PREPARED BY
GIRDER DESIGN PARAMETERS AND OTHER LIMITATIONS ARE AS
GUIDELINES SPECIFIED HEREIN. THE FOLDED STEEL PLATE
STEEL PLATE GIRDER SYSTEM IN ACCORDANCE WITH THE
CALCULATIONS AND CONTRACT DRAWINGS FOR THE FOLDED
CDR BRIDGE SYSTEMS, LLC IS TO PREPARE DESIGN
CONSTRUCTION SPECIFICATIONS.
THE CONTRACT DOCUMENTS EITHER BY NEEDED DETAILS OR
ENSURING THAT ALL DESIGN ASSUMPTIONS ARE VALIDATED IN
ENGINEERING THEORY AND CALCULATION CORRECTNESS AND
CDR BRIDGE SYSTEMS, LLC TAKES FULL RESPONSIBILITY FOR
HOT DIP GALVANIZED OR PAINTED.
GRADE 50 OR GRADE 50W. NON-WEATHERING STEEL SHALL BE
STRUCTURAL STEEL FOR GIRDERS IS ASTM A709/A709M,
GIRDER PLATE THICKNESS.
INSIDE RADIUS USED FOR COLD BENDING IS 5 TIMES THE
FABRICATION.
SHOP WELDING OF THE GIRDERS IS NOT REQUIRED FOR GIRDER
FLANGES.
FLANGE SEPARATORS ARE USED FOR BRACING OF THE BOTTOM
BC-700 SERIES STANDARD DRAWINGS.
DETAILS ARE IN ACCORDANCE WITH THE PENNDOT BD-600M AND
STEEL DETAILS, APPROACH SLAB DETAILS, AND WATERPROOFING
DECK SLAB DESIGN AND DETAILS, BARRIERS, MISCELLANEOUS
BEARING STIFFENERS, BEARINGS, CONCRETE END DIAPHRAGMS,
AND BC-700 SERIES STANDARD DRAWINGS CAN BE ACCOMMODATED.
A TL-5 BARRIER IN ACCORDANCE WITH THE PENNDOT BD-600M
NON-COMPOSITE GIRDER IS A NON-COMPACT SLENDER ELEMENT.
THE COMPOSTIE GIRDER IS COMPACT. THE TOP FLANGE OF THE
BY DESIGN.
MAY BE MODIFIED BY CDR BRIDGE SYSTEMS, LLC AS REQUIRED
ARE AVAILABLE FOR USE. INDIVIDUAL PLATE DIMENSIONS
DESIGNATIONS WITH EITHER A �" OR �" PLATE THICKNESS
ELEVEN (11) STANDARD FOLDED STEEL PLATE GIRDER
CROSS FRAMES ARE NOT REQUIRED.
SECTION. INTERMEDIATE STIFFENERS, DIAPHRAGMS, OR
THE TRAPEZOIDAL SHAPED GIRDER IS ESSENTIALLY A BOX
THE DESIGN IS APPLICABLE FOR SIMPLY SUPPORTED SPANS ONLY.
PRECAST ON SITE.
GIRDER SPACING CAN BE ACCOMMODATED IF DECK SLAB IS
TO 12’-0" LANE WIDTH FOR SHIPPING. HOWEVER, GREATER
THE MAXIMUM C/C GIRDER SPACING IS LIMITED TO 11’-4" DUE
INFORMATION.
BETWEEN 0° AND 45°. SEE SHEET NO. 5 FOR ADDITIONAL
SPAN LENGTHS BETWEEN 20 FT. AND 59 FT. AND BRIDGE SKEWS
THE FOLDED STEEL PLATE GIRDER SYSTEM MAY BE USED FOR
SLABS CAN BE ACCOMMODATED.
ANY EXISTING OR PROPOSED SUBSTRUCTURE TYPES. APPROACH
THE FOLDED STEEL PLATE GIRDER SYSTEM MAY BE USED ON
CONVENTIONAL CONSTRUCTION.
FOR USE IN ACCELERATED BRIDGE CONSTRUCTION AND
THE FOLDED STEEL PLATE GIRDER SYSTEM IS ACCEPTABLE
CONCRETE DECK PANEL AS SHOWN IN THE FOLLOWING DRAWINGS.
COLD BENT STEEL PLATE GIRDER WITH A PRECAST COMPOSITE
THE FOLDED STEEL PLATE GIRDER SYSTEM CONSISTS OF A
REINFORCING STEEL: Fy = 60 ksi
STRUCTURAL STEEL: Fy = 50 ksi
BARRIER: f’c = 3.5 ksi (MIN.)
DIAPHRAGM: f’c = 3.5 ksi (MIN.)
DECK SLAB: f’c = 4 ksi (MIN.)
DESIGN PARAMETERS:
AND/OR LATEX MODIFIED CONCRETE (LMC) OVERLAY.
INCLUDES PROVISIONS FOR UTILITIES, EPOXY OVERLAY,
INCLUDES OPTIONAL 0.015 KSF FOR S.I.P. FORMS.
WEARING SURFACE ON THE DECK SLAB.
INCLUDES SURFACE AREA DENSITY OF 0.030 KSF FOR FUTURE
DESIGN DEAD LOADS:
STEEL STRUCTURES: DESIGN YEAR ADTT (ONE DIRECTIONAL)
FATIGUE DESIGN IS BASED ON THE FOLLOWING:
DESIGN LANE LOAD OR PERMIT VEHICLE
HL-93 DESIGN TRUCK OR DESIGN TANDEM AND
DESIGN LIVE LOADS:
DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD.
FACTORS ARE USED FOR DESIGN.
STEEL BOX GIRDERS. THE CONTROLLING DISTRIBUTION
ARE CALCULATED FOR BOTH STEEL MULTI-GIRDERS AND OPEN
DM-4 DISTRIBUTION FACTOR METHOD. DISTRIBUTION FACTORS
AASHTO APPROXIMATE METHOD AS MODIFIED BY THE PENNDOT
LIVE LOAD DISTRIBUTION TO GIRDERS IS BASED UPON THE
ORDER OF PRECEDENCE TO BE USED.
THE DEPARTMENT BRIDGE ENGINEER WILL PROVIDE THE
INTERPRETATION OF THE DESIGN CANNOT BE RESOLVED,
CANNOT BE ESTABLISHED, OR A DIFFERENCE IN
E) IN THE EVENT THAT A CLEAR ORDER OF PRECEDENCE
5TH EDITION, 2010.
D) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,
C) PENNDOT STANDARD DRAWINGS, CURRENT VERSIONS.
REVISIONS, MAY 2012).
B) PENNDOT DESIGN MANUAL, PART 4 (INCLUDING LATEST
PROVISIONS.
SPECIAL DESIGN REQUIREMENTS" OF THE SPECIAL
A) DESIGN REQUIREMENTS LISTED IN "SPECIAL DRAWINGS AND
OF PRECEDENCE GOVERNS:
SPECIFICATIONS ARE IN CONFLICT, THE FOLLOWING ORDER
IN THE EVENT THAT CERTAIN DESIGN PARAMETERS OR
(INCLUDING LATEST REVISIONS, MAY 2012).
AS SUPPLEMENTED BY PENNDOT DESIGN MANUAL, PART 4 (D)
BRIDGE DESIGN SPECIFICATIONS (A), 5TH EDITION, 2010, AND
THE DESIGN IS IN ACCORDANCE WITH THE AASHTO LRFD
DETAILS ON THESE DRAWINGS."
ARE VALIDATED THROUGH EITHER NOTES TO THE CONTRACTOR OR
PROFESSIONAL ENGINEER’S SEAL: "ALL DESIGN ASSUMPTIONS
INCLUDE THE FOLLOWING STATEMENT PLACED ABOVE THE
ON THE FIRST SHEET OF THE CONSTRUCTION DRAWINGS,
ADDRESS, AND THE DATE.
A VALID SIGNATURE IN INK, A BUSINESS NAME AND
ENGINEER’S SEAL, LICENSED IN THE APPLICABLE STATE,
DESIGN CALCULATIONS, PROVIDE A PROFESSIONAL
ON THE FIRST SHEET OF THE CONSTRUCTION DRAWINGS AND
REVIEW AND APPROVAL.
FOLDED STEEL PLATE GIRDER SYSTEM TO THE ENGINEER FOR
CONSTRUCTION DRAWINGS AND DESIGN CALCULATIONS FOR THE
SUBMIT HARD COPIES OR AN ELECTRONIC COPY OF
GRADE DH3 FOR WEATHERING STEEL
PAINTED STEEL
GRADE DH FOR GALVANIZED OR
TYPE 3 FOR WEATHERING STEEL
PAINTED STEEL
TYPE 1 FOR GALVANIZED OR
SEPARATOR PLATES SHALL BE SPACED BY DESIGN.
ASTM F436/F436M,
WASHERS: ASTM F436/F436M,
ASTM A563/A563M,
NUTS: ASTM A563/A563M,
ANCHOR BOLTS: ASTM F1554, GRADE 55
WEATHERING STEEL
ASTM A325, TYPE 3 FOR
GALVANIZED OR PAINTED STEEL
HIGH STRENGTH BOLTS: ASTM A325, TYPE 1 FOR
GALVANIZED, PAINTED, OR WEATHERING, AS APPLICABLE:
ALL STRUCTURAL STEEL HARDWARE SHALL BE HOT DIP
GRADE 50W SHALL BE HOT DIP GALVANIZED OR PAINTED.
OTHERWISE. ALL STRUCTURAL STEEL WHICH IS NOT
GRADE 50 OR GRADE 50W) DESIGNATION, EXCEPT WHEN NOTED
270M, GRADE 50 OR GRADE 50W (ASTM A 709/A 709M,
PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M 270/M
SURFACE, EPOXY OVERLAY, OR LMC OVERLAY.
DECK SLAB THICKNESS INCLUDES A � IN. INTEGRAL WEARING
GIRDER SECTION PROPERTIES.
HAUNCH AND BARRIER ARE EXCLUDED FROM THE COMPOSITE
DESIGN BEARINGS PER A 14.7.6 AND D 14.7.6.
DESIGN BEARING STIFFENERS PER A 6.10.11.2 AND D 6.10.11.2.
CALCULATE LIVE LOAD RATINGS.
DESIGN SHEAR CONNECTORS PER A 6.10.10 AND D 6.10.10.
CHECK FATIGUE PER A 6.6.1 AND D 6.6.1.
CHECK PERMANENT DEFORMATIONS PER A 6.10.4.2.
CHECK ELASTIC LIVE LOAD DEFLECTION PER D 2.5.2.6.2.
A 6.10.7.1, A 6.10.7.3 AND A 6.11.9.
SECTION FOR THE STRENGTH LIMIT STATE PER A 6.10.6.2.2,
CHECK THE MOMENT AND SHEAR RESISTANCE OF THE COMPOSITE
NON-COMPOSITE GIRDER PER A 6.10.3.2 AND A 6.10.3.3.
CHECK THE UNCURED DECK SLAB STRESS ON THE
A 6.10.9 AND A 6.11.9.
COMPOSITE GIRDER SECTION PER A 6.10.7.1.2,
CALCULATE THE FLEXURAL AND SHEAR RESISTANCE OF THE
A 6.10.3.3.
NON-COMPOSITE GIRDER SECTION PER A 6.12.2.2.2. AND
CALCULATE THE FLEXURAL AND SHEAR RESISTANCE OF THE
PROPERTIES.
CALCULATE NON-COMPOSITE AND COMPOSITE GIRDER SECTION
A 3.4 & D 3.4.
FACTOR DEAD AND LIVE LOADS INTO LOAD COMBINATIONS PER
WITH A 3.6 & D 3.6.
AND SHEARS FOR ALL LIVE LOAD VEHICLES IN ACCORDANCE
CALCULATE APPLIED MAXIMUM UNFACTORED LIVE LOAD MOMENTS
MOMENT AND SHEAR IN ACCORDANCE WITH A 3.5 & D 3.5.
CALCULATE THE APPLIED MAXIMUM UNFACTORED DEAD LOAD
CONTROLLING DISTRIBUTION FACTORS FOR DESIGN.
MULTI-GIRDERS AND STEEL BOX GIRDERS. UTILIZE THE
DESIGN MANUAL, PART 4 (D) SECTION 4.6.2 FOR STEEL
CALCULATE DISTRIBUTION FACTORS PER AASHTO (A) AND
GIVEN SPAN LENGTH AND SKEW.
ASSUME C/C GIRDER SPACING AND OVERHANG WIDTH FOR A
REFINED ANALYSIS:
AND RERUN THE ANALYSIS.
PENNDOT STLRFD OR SIMILAR GIRDER ANALYSIS SOFTWARE
FOR STLRFD" FROM THE GIRDER TABLE DRAWINGS INTO
ALTERNATIVELY, INPUT THE "EQUIVALENT PLATE GIRDER
LIVE LOADS.
CALCULATE INVENTORY AND OPERATING RATINGS FOR ALL
LIMIT STATES AND LIVE LOAD DEFLECTION.
VERIFY GIRDER STRESSES AT THE STRENGTH AND SERVICE
GIRDER DEPTH.
SECTION PROPERTIES, NOMINAL MOMENT CAPACITY, AND
MINIMUM REQUIRED NON-COMPOSITE AND COMPOSITE
DESIGNATIONS FROM THE GIRDER TABLE DRAWINGS BASED ON
SELECT APPLICABLE FOLDED STEEL PLATE GIRDER
AND SKEW.
GIVEN C/C BEAM SPACING, OVERHANG WIDTH, SPAN LENGTH,
SOFTWARE, OR SIMILAR GIRDER ANALYSIS SOFTWARE FOR A
LOADS BY HAND CALCULATION, PENNDOT STLRFD DESIGN
DETERMINE DISTRIBUTION FACTORS, DEAD LOADS, AND LIVE
APPROXIMATE METHOD USING GIRDER TABLES:
PL
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D:
10:16:49
AM
9/19/2014
OP
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OR: kenneth.younger
FI
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PA
TH:
P:\
CD
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BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG
General
Notes.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
STANDARD DETAILSFOLDED STEEL PLATE GIRDER SYSTEM
10-20 OF 20
9 OF 20
8 0F 20
7 OF 20
6 OF 20
5 OF 20
4 OF 20
3 OF 20
2 OF 20
1 OF 20
SHEET
INDEX OF DRAWINGS
CONSTRUCTION SPECIFICATIONS
HS20
DIST. FACTOR
LOCATION
RATING
INVENTORY
(IR) LIMIT STATE
RATING FACTOR
RATING
OPERATING
(OR)
DIST. FACTOR
LOCATION
LIMIT STATE
RATING FACTOR
BRIDGE LOAD RATINGS
FOLDED STEEL PLATE GIRDER
GIRDER TABLES - 1 THRU 11
GIRDER TOLERANCES
GIRDER DETAILS
DIAPHRAGM DETAILS - 2
DIAPHRAGM DETAILS - 1
GIRDER PANEL LAYOUT
TYPICAL SECTIONS
GENERAL PLAN & ELEVATION
INDEX OF DRAWINGS & CONSTRUCTION SPECIFICATIONS
DESIGN SPECIFICATIONS
TITLE
INDEX OF DRAWINGS & CONSTRUCTION SPECIFICATIONS
2
SPAN NO.
CUMULATIVE ADTT (AT THE TIME OF REHABILITATION)
ADTT (AT THE TIME OF DESIGN)
TM
1.0 GENERAL
2.0 NOTES FOR STEEL GIRDERS
3.0 WELDING NOTES
UNLESS OTHERWISE INDICATED.
ACCORDANCE WITH PENNDOT STANDARD DRAWING BC-736M,
PROVIDE MINIMUM EMBEDMENT AND SPLICE LENGTHS IN
TEMPERATURE OF 68°F.
SUPERSTRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL
OVERLAY.
SURFACE, EPOXY OVERLAY, OR LATEX MODIFIED CONCRETE (LMC)
DECK SLAB THICKNESS INCLUDES A � IN. INTEGRAL WEARING
TO CONSTRUCT THE DECK SLAB.
USE EITHER PERMANENT METAL FORMS OR REMOVABLE FORMS
ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.
HL-93LOAD
PERMIT
GRADE DH3 FOR WEATHERING STEEL
PAINTED STEEL
GRADE DH FOR GALVANIZED OR
TYPE 3 FOR WEATHERING STEEL
PAINTED STEEL
TYPE 1 FOR GALVANIZED OR
CONSTRUCTION LOADS.
ALL TORSIONAL OR LATERAL FORCES RESULTING FROM
NECESSARY TO SUPPORT THE GIRDER WEB AND FLANGES AGAINST
THE CONTRACTOR MUST PROVIDE ANY TEMPORARY BRACING
OR LATERAL FORCES DUE TO TEMPORARY CONSTRUCTION LOADS.
THE GIRDERS ARE NOT DESIGNED TO RESIST ANY TORSIONAL
ERECTION.
ALL BEARING STIFFENERS SHALL BE VERTICAL AFTER FINAL
MEMBERS DURING ANY STAGE OF ERECTION.
STABILITY, STRESSES, AND DEFLECTIONS ON THE STEEL
EFFECTS ARE TO BE EVALUATED BY THE CONTRACTOR FOR
DECK, WIND LOADING, AND CONSTRUCTION LIVE LOADING
INCLUDING SELF WEIGHT OF THE STEEL MEMBERS AND PRECAST
CLOSURE POURS ARE PROPERLY INSTALLED. ERECTION LOADS
UNTIL ALL GIRDER UNITS ARE IN-PLACE AND ALL BOLTS AND
IS TO BE MAINTAINED BY THE CONTRACTOR DURING ERECTION,
STABILITY OF PARTIAL GIRDERS AND COMPLETE GIRDER UNITS
CHARPY V-NOTCH (CVN) REQUIREMENTS FOR ZONE 2.
SECTIONS 1105.02(a)5 AND 1105.03(m)9. MEET THE BASE METAL
SPECIFICATIONS, ARTICLE 6.6.2, AND PENNDOT PUBLICATION 408,
SECTION 6.6.2, AND AASHTO LRFD BRIDGE DESIGN
REQUIREMENTS OF PENNDOT DESIGN MANUAL, PART 4,
AS FRACTURE-CRITICAL MEMBERS (FCM) TO CONFORM TO THE
FABRICATE ALL MEMBERS OR MEMBER COMPONENTS DESIGNATED
GALVANIZED, OR PAINTED.
FABRICATED STRUCTURAL STEEL SHALL BE WEATHERING STEEL,
CONFORMING TO PENNDOT PUBLICATION 408, SECTION 705.8.
PLATES WITH APPROVED NON-HARDENING CAULKING COMPOUND
CLEARANCE BETWEEN ANCHOR BOLTS AND HOLES IN MASONRY
THE PREFORMED HOLES WITH NON-SHRINK GROUT. FILL THE
NOT DRILL UNLESS SPECIFICALLY INDICATED ON PLANS. FILL
SET ANCHOR BOLTS TO TEMPLATE OR IN PREFORMED HOLES. DO
STEEL CONFORMING TO ASTM A 108.
PROVIDE WELDED STUD SHEAR CONNECTORS MANUFACTURED FROM
CONSTRUCTION IS NOT PERMITTED UNLESS SPECIFIED.
WELDING OF REINFORCEMENT BARS DURING FABRICATION OR
PROCESS AS THE SHEAR STUDS.
THE THREADED STUD IS ATTACHED WITH THE SAME WELDING
OVERHANG DECK FORMING BRACKET IS PERMITTED PROVIDED
PLANS.) THREADED STUDS FOR THE SUPPORT OF THE
(TENSION AREAS OF TOP FLANGES ARE DESIGNATED ON THE
ATTACHMENTS TO GIRDER TOP FLANGES IN TENSION AREAS.
DO NOT WELD PERMANENT METAL DECK FORMS OR OTHER
PUBLICATION 408, SECTION 1001.3(k)9.
PREPARE BEARING AREAS AS SPECIFIED IN PENNDOT
AS NOTED.
ALL FASTENERS ARE � IN. DIAMETER HS BOLTS, EXCEPT
BRIDGE MEMBERS.
UNACCEPTABLE OVERSTRESS OR DEFORMATION TO PERMANENT
DO NOT USE FORM SUPPORT SYSTEMS THAT WILL CAUSE
SHOP OR FIELD SPLICES WILL NOT BE PERMITTED.
DETAILED ERECTION PLANS.
THE CONTRACTOR MUST PROVIDE ERECTION METHODS AND
12 MONTHS OR MORE FOLLOWING THE INITIAL CLEANING.
ELEMENTS THAT REMAIN UNASSEMBLED FOR A PERIOD OF
PUBLICATION 408 SECTION 1060.3(b)3. REBLAST UNPAINTED
STRUCTURAL ELEMENTS IN ACCORDANCE WITH PENNDOT
BLAST CLEAN THE FAYING SURFACES OF CONNECTIONS OF ALL
WELDING CODE, CHAPTER 6.
METHODS IN ACCORDANCE WITH AASHTO/AWS D1.5M/D1.5 BRIDGE
TEST COMPLETED WELDS USING VISUAL AND NONDESTRUCTIVE
LINES OF THE WELD.
FOR A DISTANCE OF 2 IN. FROM EACH SIDE OF THE OUTSIDE
WELDS OF ALL FOREIGH MATTER, INCLUDING PAINT FILM,
PORTIONS OF NEW AND EXISTING SURFACES TO RECEIVE
PRIOR TO PLACING THE WELD, THOROUGHLY CLEAN ALL
DIRECT WIND.
POINT OF WELD. PROVIDE WINDBREAKS FOR PROTECTION FROM
REMOVE BY APPLICATION OF HEAT ANY MOISTURE PRESENT AT
THE POINT OF WELDING.
WELDED, BUT NOT LESS THAN 3 IN. IN ALL DIRECTIONS FROM
FOR A DISTANCE EQUAL TO THE THICKNESS OF THE PART BEING
PREHEAT THE STEEL TO THE SPECIFIED MINIMUM TEMPERATURE
BETWEEN 0°F AND 32°F DURING WELDING OR BURNING.
LEAST 70°F WHEN THE TEMPERATURE OF THE METAL IS
PREHEAT AND MAINTAIN THE TEMPERATURE OF THE METAL TO AT
DO NOT WELD OR BURN WHEN THE TEMPERATURE IS BELOW 0°F.
AFFECT THE QUALITY OF THE WORK.
EXPOSED TO INCLEMENT CONDITIONS THAT WILL ADVERSELY
EXPOSED TO RAIN, SNOW, OR WIND, OR WHEN WELDERS ARE
DO NOT WELD WHEN SURFACES TO BE WELDED ARE MOIST OR
WILL BE PERMITTED.
INCORPORATE IN THE FINAL WELD. NO OTHER TACK WELDING
MAKE TACK WELDS WITH THE SAME TYPE OF ELECTRODE AND
APPROVED WELD PROCEDURE SPECIFICATION.
METAL AS SPECIFIED, AND IN ACCORDANCE WITH AN
ELECTRODES WHICH ARE COMPATIBLE WITH THE BASE
SHIELDED METAL ARC PROCESS AND LOW HYDROGEN
WELDING OF EXISTING STRUCTURAL STEEL: USE THE
WITHOUT PRIOR APPROVAL OF THE ENGINEER.
THE BRIDGE, EXCEPT WHERE SHOWN ON THE DRAWINGS,
SPECIAL PROVISIONS. DO NO FIELD-WELD ON ANY PART OF
PUBLICATION 408 SECTION 1105.03(m), AND THE CONTRACT
WELDING CODE (2008) CONSISTENT WITH PENNDOT
WELDING SPECIFICATIONS: AASHTO/AWS D1.5M/D1.5 BRIDGE
H20
AS NOTED.
CHAMFER EXPOSED CONCRETE EDGES 1 IN. BY 1 IN., EXCEPT
PARALLEL TO THE BRIDGE CENTERLINE OF BEARINGS.
CONSTRUCT DECK SLAB TRANSVERSE CONSTRUCTION JOINTS
OF THE PROPOSED CONSTRUCTION.
NEW STRUCTURE IN THE FIELD AS NECESSARY FOR PROPER FIT
VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING OR
SEISMIC FORCES.
ANCHOR BOLTS ARE DESIGNED TO RESIST APPLICABLE
AS INDICATED.
RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT
ADDITIONAL COST TO THE DEPARTMENT.
FOR EPOXY-COATED REINFORCING STEEL BARS AT NO
GALVANIZED REINFORCING STEEL BARS MAY BE SUBSTITUTED
BARRIERS, AND CONCRETE END DIAPHRAGMS.
USE EPOXY-COATED REINFORCEMENT BARS IN THE DECK SLAB,
BENDING OR WELDING OF THE REINFORCEMENT BARS IS INDICATED.
A 996/A 996M REINFORCEMENT BARS IN BARRIERS OR WHERE
BARS UNLESS SPECIFIED. DO NOT USE RAIL STEEL
A 706/A 706M. DO NOT WELD GRADE 60 REINFORCING STEEL
REQUIREMENTS OF ASTM A 615/A 615M, A 996/A 996M OR
PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE
IF APPROVED BY THE DISTRICT BRIDGE ENGINEER.
CLASS CONCRETE AT NO ADDITIONAL COST TO THE DEPARTMENT,
A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER
PENNDOT’S UHPC STANDARD SPECIAL PROVISION.
PUBLICATION 408 (IF APPLICABLE), AS MODIFIED BY
CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT
ULTRA HIGH PERFORMANCE CONCRETE (UHPC) MIX DESIGN AND
BY THE CONTRACT SPECIAL PROVISIONS.
PUBLICATION 408 SECTION 704, 714, AND 1001, AS MODIFIED
PROVIDE CEMENT CONCRETE IN ACCORDANCE WITH PENNDOT
BARRIERS AND CONCRETE END DIAPHRAGMS.
USE PENNDOT CLASS AA CEMENT CONCRETE OR EQUIVALENT IN
IN DECK SLAB.
USE PENNDOT CLASS AAAP CEMENT CONCRETE OR EQUIVALENT
EXCEPT AS NOTED.
PROVIDE 2" CONCRETE COVER ON REINFORCEMENT BARS,
ASTM F436/F436M,
WASHERS: ASTM F436/F436M,
ASTM A563/A563M,
NUTS: ASTM A563/A563M,
ANCHOR BOLTS: ASTM F1554, GRADE 55
WEATHERING STEEL
ASTM A325, TYPE 3 FOR
GALVANIZED OR PAINTED STEEL
HIGH STRENGTH BOLTS: ASTM A325, TYPE 1 FOR
GALVANIZED, PAINTED, OR WEATHERING, AS APPLICABLE:
ALL STRUCTURAL STEEL HARDWARE SHALL BE HOT DIP
MODIFIED BY THE CONTRACT SPECIAL PROVISIONS.
PENNDOT PUBLICATION 408 SECTION 1050 AND 1105, AS
PROVIDE FABRICATED STRUCTURAL STEEL IN ACCORDANCE WITH
SHALL BE HOT DIP GALVANIZED OR PAINTED.
OTHERWISE. ALL STRUCTURAL STEEL WHICH IS NOT GRADE 50W
GRADE 50 OR GRADE 50W) DESIGNATION, EXCEPT WHEN NOTED
270M, GRADE 50 OR GRADE 50W (ASTM A 709/A 709M,
PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M 270/M
THE CONTRACT SPECIAL PROVISIONS.
AASHTO/AWS D1.5/D1.5: 2008 BRIDGE WELDING CODE, AND
SPECIFICATIONS, PENNDOT PUBLICATION 408, CURRENT VERSION,
PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH
PER
DESIG
N
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Folded_
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Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG_
Plan
&Elev.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FOLDED STEEL PLATE GIRDER
(TYP.)
� FOLDED STEEL PLATE GIRDER
(TYP.)
CLOSURE POUR
F.F. BARRIER
EDGE OF DECK
EDGE OF DECK
F.F. BARRIER
NOTES:
BRI
DG
E
CU
RB-
TO-
CU
RB
WI
DT
H
BRI
DG
E
OU
T-
TO-
OU
T
WI
DT
H
GENERAL PLAN
GENERAL PLAN & ELEVATION
EXTERIOR GIRDER PANEL
EXTERIOR GIRDER PANEL
INTERIOR GIRDER PANEL
INTERIOR GIRDER PANEL
� BRGS. � BRGS.
� BRGS.� BRGS.
SIDE
NOT SHOWN THIS
APPROACH SLAB
ALL SUBSTRUCTURE TYPES.
NOTE: THIS BRIDGE SYSTEM IS COMPATIBLE WITH
6. FOR GIRDER TABLES, SEE SHEET NOS. 10-20.
5. FOR DIAPHRAGM DETAILS, SEE SHEET NOS. 6 & 7.
4. FOR GIRDER PANEL LAYOUT, SEE SHEET NO. 5.
3. FOR GIRDER DETAILS, SEE SHEET NO. 8.
2. FOR TYPICAL SECTION DETAILS, SEE SHEET NO. 4.
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
(BY OTHERS, TYP.)
APPROACH SLAB (AS REQUIRED)
(TYP.)
EFFECTIVE SLAB WIDTH
(BY OTHERS)
EXISTING OR PROPOSED ABUTMENT (TYP.)
(BY OTHERS)
EXISTING OR PROPOSED ABUTMENT (TYP.)
ELEVATION
3
(BY OTHERS)
(AS REQUIRED)
APPROACH SLAB
(TYP.)
FOLDED STEEL PLATE GIRDER
BEAM LENGTH
(20’ MIN. - * MAX.)
SPAN LENGTH
*FOR MAXIMUM SPAN LENGTHS SEE SHEET NO. 5
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Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG_
Typical
Secti
ons.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
(TYP.)
FOLDED STEEL PLATE GIRDER
(TYP.)
FOLDED STEEL PLATE GIRDER
DRIP NOTCH
TYPICAL SECTION
TOP OF GIRDER PANEL1"
EDGE OF GIRDER PANEL
1�
"
1"
1�
"
1"
KEYED JOINT DETAIL
N.T.S.
S7
(TYP.)
� x FLANGE WIDTH
S2 S2
S1S1
#4 - S4 @ 12" MAX. (TOP)(TYP.)
S3 (BOT.) (TYP.)
1" CLR.
2�" CLR.
2" CLR.
EFFECTIVE SLAB WIDTH
TYPICAL SECTION
2" CLR.
DRIP NOTCH
#4 - S4 @ 12" MAX. (TOP)(TYP.)
EFFECTIVE SLAB WIDTH
2�" CLR.S2
S1S1
1" CLR.
S2
(TYP.)
� x FLANGE WIDTH
S7
(TYP.)
KEYED JOINT
(TYP.)
KEYED JOINT
(TYP.)
PLATE GIRDER
� FOLDED STEEL
(TYP.)
PLATE GIRDER
� FOLDED STEEL
TYPICAL SECTIONS
GIRDER SPACING
GIRDER SPACING
LEVEL
0"
0"
LEVEL
NOTES:
1"
MI
N.
1"
MI
N.
T+1" MIN.
JOINT & V-NOTCH
OPTIONAL CONST.
2"
T+1" MIN.
2"
JOINT & V-NOTCH
OPTIONAL CONST.
L
L
EPOXY OVERLAY, OR LMC OVERLAY)
(INCLUDES INTEGRAL WEARING SURFACE,
COMPOSITE CONCRETE DECK
EPOXY OVERLAY, OR LMC OVERLAY)
(INCLUDES INTEGRAL WEARING SURFACE,
COMPOSITE CONCRETE DECK
SEE NOTE 9
SEE NOTE 9
MATCH WITH S1
POUR (TYP.)
8" UHPC CLOSURE
(WITH 8" UHPC CLOSURE POUR)
(TYP.)
s
S3 (BOT.) (TYP.)
POUR (TYP.)
1’-1" UHPC CLOSURE
(WITH 1’-1" UHPC CLOSURE POUR)
4
T
INTERIOR (TYP.)
EFFECTIVE SLAB WIDTH
EXTERIOR (TYP.)
INTERIOR (TYP.)
EFFECTIVE SLAB WIDTH
EXTERIOR (TYP.)
9. FOR BARRIER DETAILS, SEE PENNDOT STD. DWG. BD-600M SERIES & BC-700M SERIES.
8. FOR DRIP NOTCH DETAILS, SEE PENNDOT STD. DWG. BC-752M & BC-775M.
7. FOR HAUNCH REINFORCEMENT DETAILS, SEE PENNDOT STD. DWGS. BD-601M & BC-752M.
6. FOR DECK SLAB DETAILS, SEE PENNDOT STD. DWG. BD-601M & BC-752M.
5. FOR DECK SLAB REINFORCEMENT, SEE PENNDOT STD. DWG. BD-601M.
4. FOR DIAPHRAGM DETAILS, SEE SHEET NOS. 6 & 7.
3. FOR GIRDER DETAILS, SEE SHEET NO. 8.
2. FOR GIRDER PANEL LAYOUT, SEE SHEET NO. 5
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
OTHER BARRIERS MAY BE ACCOMMODATED.
NOTE: PENNDOT PA BRIDGE BARRIER AND PA TYPE 10M BRIDGE BARRIER SHOWN.
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Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG_
Panel
Plan
Vie
w.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
(TOP & BOT.)
2-#6 BARS @ 6"
(TOP & BOT.)
2-#6 BARS @ 6"
(TOP & BOT.)
2-#6 BARS @ 6"
(TOP & BOT.)
2-#6 BARS @ 6"
S3 (
BO
T.)
NOTES:
S1 (BOT.)
S2 (TOP)
S1 (BOT.)
S2 (TOP)
CL
R.
2"
MA
X. (
TO
P)
#4 -
S4
@ 12"
CL
R.
2"
CL
R.
2"
S3 (
BO
T.)
MA
X. (
TO
P)
#4 -
S4
@ 12"
CL
R.
2"
CL
R.
2"
S1 (BOT.)
S2 (TOP)
(TOP & BOT.)
2-#6 BARS @ 6"
(TOP & BOT.)
2-#6 BARS @ 6"
CL
R.
2"
CL
R.
2"
CL
R.
2"
S3 (
BO
T.)
MA
X. (
TO
P)
#4 -
S4
@ 12"
S3 (
BO
T.)
MA
X. (
TO
P)
#4 -
S4
@ 12" (TOP & BOT.)
2-#6 BARS @ 6"
S1 (BOT.)
S2 (TOP)
(TOP & BOT.)
2-#6 BARS @ 6"
(TOP & BOT.)
2-#6 BARS @ 6"
GIRDER PANEL LAYOUT
GI
RD
ER
SP
ACI
NG (
TY
P.)
4"4"
TYPICAL GIRDER PANEL LAYOUT
BRI
DG
E
CU
RB-
TO-
CU
RB
WI
DT
H
BRI
DG
E
OU
T-
TO-
OU
T
WI
DT
H
EF
FE
CTI
VE
SL
AB
WI
DT
H *
EF
FE
CTI
VE
SL
AB
WI
DT
H *
WI
DT
H *
EF
FE
CTI
VE
SL
AB
WI
DT
H *
EF
FE
CTI
VE
SL
AB
EDGE OF DECK
EDGE OF DECK
F.F. BARRIER
F.F. BARRIER
� FOLDED STEEL PLATE GIRDER
CLOSURE POUR REINFORCEMENTEXTERIOR GIRDER PANEL
EXTERIOR GIRDER PANEL
INTERIOR GIRDER PANEL
INTERIOR GIRDER PANEL
� BRGS.� BRGS.
� FOLDED STEEL PLATE GIRDER
� FOLDED STEEL PLATE GIRDER
� FOLDED STEEL PLATE GIRDER
CLOSURE POUR REINFORCEMENT
CLOSURE POUR REINFORCEMENT
5
(TYP.)
SKEW ANGLE **
POUR
8" CLOSURE
POUR
13" CLOSURE
11’-4"
10’-8"
10’-11"
9’-10"INTERIOR SLAB
EXTERIOR SLAB
*MAX EFFECTIVE SLAB WIDTH
FOLDED STEEL PLATE GIRDER (TYP.)
CLOSURE POUR (TYP.)‘
‘ 8" CLOSURE POUR SHOWN, THE 13" CLOSURE POUR IS SIMILAR.
55’-4"
55’-11"
56’-5�"
56’-10�"
57’-3�"
57’-7�"
58’-0�"
58’-4�"
58’-8�"
59’-0"
ALLOWABLE BASED ON SKEW
** MAXIMUM SPAN LENGTH
BEAM LENGTH
(20’ MIN. - ** MAX.)
SPAN LENGTH
SPAN LENGTH
MAXIMUM
45°
40°
35°
30°
25°
20°
15°
10°
5°
0°
SKEW
AASHTO
6. FOR DECK SLAB REINFORCEMENT, SEE PENNDOT STD. DWG, BD-601M.
5. FOR GIRDER TABLES, SEE SHEET NOS. 10-20.
4. FOR GIRDER DETAILS, SEE SHEET NO. 8.
3. FOR DIAPHRAGM DETAILS, SEE SHEET NOS. 6 & 7.
2. FOR TYPICAL SECTION DETAILS, SEE SHEET NO. 4.
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
AASHTO SKEW
ANGLE
AASHTO SKEW
� GIRDER
� BEARINGS
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Plate_
Girder\
Design\
US
TN\
AA
SH
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FS
PG
Diaphrag
m
Details_1.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
TYPE 1 APPROACH SLAB
FOR BEAM DEPTHS 2’-1�" AND GREATER
TYPE 2 APPROACH SLAB
FOR BEAM DEPTHS 2’-6�" AND GREATER
TYPE 1 APPROACH SLAB
FOR BEAM DEPTHS LESS THAN 2’-1�"
TYPE 2 APPROACH SLAB
FOR BEAM DEPTHS LESS THAN 2’-6�"
9" 9"
9" 9"
DECK SLAB REINFORCEMENTDECK SLAB REINFORCEMENT
DECK SLAB REINFORCEMENT DECK SLAB REINFORCEMENT
� BRGS. � BRGS.
� BRGS.
9"
DECK SLAB REINFORCEMENT
� BRGS.
NOTES:
DIAPHGRAGM DETAILS - 1
END OF BEAM
" MIN.�4
� BRGS.
" MIN.�4
END OF BEAM
BACKWALL AND PAVING NOTCH
FULL DEPTH END DIAPHRAGM WITHOUT
PLATE GIRDER
FOLDED STEEL
PLATE GIRDER
FOLDED STEEL
PLATE GIRDER
FOLDED STEEL
PROPOSED ABUTMENT
EXISTING OR
PROPOSED ABUTMENT
EXISTING OR
PLATE GIRDER
FOLDED STEEL
PROPOSED ABUTMENT
EXISTING OR
PLATE GIRDER
FOLDED STEEL
PROPOSED ABUTMENT
EXISTING OR
PROPOSED ABUTMENT
EXISTING OR
PA
VI
NG
NO
TC
H
1’-4"
PA
VI
NG
NO
TC
H
1’-
9"
PA
VI
NG
NO
TC
H
1’-
4"
PA
VI
NG
NO
TC
H
1’-
9"
TYPE 5 APPROACH SLAB
FOR BEAM DEPTHS LESS THAN 2’-0"
DECK SLAB REINFORCEMENT
� BRGS.
PLATE GIRDER
FOLDED STEEL
6"
PA
VI
NG
NO
TC
H
1’-6"
CA
PDI
AP
RH
AG
M
6
10. FOR WATERPROOFING DETAILS, SEE PENNDOT STD. DWG. BC-788M.
9. FOR ADDITIONAL APPROACH SLAB DETAILS, SEE PENNDOT STD. DWG. BD-628M.
8. FOR ADDITIONAL END DIAPHRAGM DETAILS, SEE PENNDOT STD. DWG. BD-611M, BD-628M AND BD-667M.
7. FOR GIRDER TABLES, SEE SHEET NOS. 10-20.
6. FOR GIRDER DETAILS, SEE SHEET NO. 8.
4. FOR ADDITIONAL DIAPHRAGM DETAILS, SEE SHEET NO. 7.
3. FOR GIRDER PANEL LAYOUT, SEE SHEET NO. 5.
2. FOR TYPICAL SECTION DETAILS, SEE SHEET NO. 4.
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
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9/19/2014
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PR
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Folded_
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Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG
Diaphrag
m
Details_2.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
UHPC (TYP.)
SLOPESLOPE
INTERIOR GIRDER PANEL WIDTH
(TYP.)
CLOSURE POUR
EXTERIOR GIRDER PANEL WIDTHINTERIOR GIRDER PANEL WIDTHEXTERIOR GIRDER PANEL WIDTH
BRIDGE CURB-TO-CURB WIDTH
BRIDGE OUT-TO-OUT WIDTH
TYPICAL ROADWAY CROSS SECTION
END DIAPHRAGM ELEVATION
INTERIOR GIRDER PANEL WIDTH
(TYP.)
CLOSURE POUR
EXTERIOR GIRDER PANEL WIDTH
(TYP.)
DECK REINFORCEMENT
UHPC (TYP.)
#4 @ 9" MAX. #4 @ 9" MAX.#4 @ 9" MAX.
#6
@ 12"
#6
@ 12"
#6
@ 12"
DIAPHRAGM DETAILS - 2
(TYP.)
PLATE GIRDER
� FOLDED STEEL
GIRDER SPACING (TYP.)
(TYP.)
PLATE GIRDER
� FOLDED STEEL
#4 @ 9" MAX. #4 @ 9" MAX.
(TYP.)
NEOPRENE SPONGE STRIP
1" THICK CLOSED CELL
AT MIDSPAN AT END DIAPHRAGMS
(TYP.)
BEARING PADS
(TYP.)
ANCHOR BOLTS
BLOCKOUT FOR
IS SHOWN. OTHER DIAPHRAGMS ARE SIMILAR.
NOTE: FULL DEPTH DIAPHRAGM WITHOUT BACKWALL AND PAVING NOTCH
NOTES:
7
10. FOR WATERPROOFING DETAILS, SEE PENNDOT STD. DWG. BC-788M.
9. FOR ADDITIONAL APPROACH SLAB DETAILS, SEE PENNDOT STD. DWG. BD-628M.
8. FOR ADDITIONAL END DIAPHRAGM DETAILS, SEE PENNDOT STD. DWG. BD-611M, BD-628M AND BD-667M.
7. FOR GIRDER TABLES, SEE SHEET NOS. 10-20.
6. FOR GIRDER DETAILS, SEE SHEET NO. 8.
4. FOR ADDITIONAL DIAPHRAGM DETAILS, SEE SHEET NO. 6.
3. FOR GIRDER PANEL LAYOUT, SEE SHEET NO. 5.
2. FOR TYPICAL SECTION DETAILS, SEE SHEET NO. 4.
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
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10:17:05
AM
9/19/2014
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P:\
CD
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BRI
DG
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PR
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P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG
Bea
m
Details.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
SHEAR CONNECTOR DETAIL
(TYP.)
PLATE GIRDER
� FOLDED STEEL
GIRDER SECTION AT FLANGE SEPARATOR
(TYP.)
PLATE GIRDER
� FOLDED STEEL
(SEE DETAILS)
FLANGE SEPARATOR
4"
2� "
4"
2� "
(TYP.)
BOLTS, NUTS & PLATE WASHERS
� �" | HOLES & �" | H.S.
A A
SECTION A-A
4"4"2�" 2�"
GIRDER FLANGEGIRDER FLANGE
2�
"2�
"
� FOLDED STEEL PLATE GIRDER
4"2�"
2�
"2�
"
4" 2�"
� FLANGE SEPARATOR
VARIES VARIES
6�" 6�"
BEND LINE 1�
"5"
1�
"
�" | HOLE (TYP.)
BEND LINE
6�" 6�"
VARIES VARIES
�" | HOLE (TYP.)� �"x8"xVARIES
� �"x8"xVARIES
� FLANGE SEPARATOR
2�" 2�"
FLANGE SEPARATOR DETAILS
(TYP.)
PLATE GIRDER
� FOLDED STEEL
ELEVATION
GIRDER SEAT
GIRDER DETAILS
(SIZE AND SPACING BY DESIGN)
� SHEAR CONNECTORS
SHIM TO LEVEL (TYP.)
�"
�"
EACH FACE (TYP.)
� 1" | HOLE
�"
�"
�" MIN.SEAL �" MIN.
SEAL
1’-4" MIN.
GIRDER PLAN VIEW AT BEARINGS
(TYP.)
PLATE GIRDER
� FOLDED STEEL
� BRGS.
1’-4" MIN.
NOTES:
EXPANSION BRG.FIXED BRG.
PLATE GIRDER
� FOLDED STEEL
BLOCKOUT LIMITS
(TYP.)
LIFTING ANCHORS
(TYP.)
2�" CLR.� LIFTING ANCHORS
LIFTING ANCHORS
PLATE GIRDER
FOLDED STEEL
LIFTING ANCHOR DETAILS
LIMITS
BLOCKOUT
(CLIP CORNERS TO FIT)
BEARING STIFFENERS
GIRDER SECTION AT � BEARING
(TYP.)
(TYP.)
DECK SLAB
PRECAST
(TYP.)
PRECAST DECK SLAB
(SPACING PER DESIGN)
(SEE DETAILS)
� FLANGE SEPARATOR
(PER DESIGN)
BEARING PAD (TYP.)
ELASTOMERIC
(PER DESIGN)
(TYP.)
ANCHOR BOLTS
SOLE PLATE (PER DESIGN)
8" MIN. 8" MIN.SOLE PLATE (PER DESIGN)
(PER DESIGN)
BEARING PAD (TYP.)
ELASTOMERIC
8
EACH FACE (TYP.)
� 1" | HOLE
VARIES, VARIES,
9. FOR ADDITIONAL BEARING DETAILS, SEE PENNDOT STD. DWG. BD-653M AND BC-755M
8. FOR ADDITIONAL BEARING STIFFENER DETAILS, SEE PENNDOT STD. DWG. BC-753M.
7. FOR ADDITIONAL SHEAR STUD DETAILS, SEE PENNDOT STD. DWG. BC-753M.
6. FOR GIRDER TABLES, SEE SHEET NOS. 10-20.
5. FOR GIRDER TOLERANCES, SEE SHEET NO. 9.
4. FOR DIAPHRAGM DETAILS, SEE SHEET NOS. 6 & 7.
3. FOR GIRDER PANEL LAYOUT, SEE SHEET NO. 5.
2. FOR TYPICAL SECTION DETAILS, SEE SHEET NO. 4.
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
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10:17:07
AM
9/19/2014
OP
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AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
FS
PG
Tolerances.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
D
��"��"
��"
E F G H
A J K B
��"
��" SEE NOTE 11
GIRDER TOLERANCES
11. COMBINED WIDTH TOLERANCE FOR BOTH BOTTOM FLANGES IS +�"/-�"
10. TWIST ��"/12’-0" (MAX. �")
9. POSITIVE CAMBER +�"/-0" (EXCLUSIVE OF SELF WEIGHT DEFLECTION)
8. SOLE PLATE FLATNESS ��"
7. SWEEP TOLERANCE IS ��"/12’-0" (MAX. �")
FLANGE SEPARATOR LOCATIONS
6. OVERALL BOTTOM WIDTH TOLERANCE APPLIES TO BEARING STIFFENER AND
5. MAX HEIGHT DIFFERENCE OF POINTS F AND G SHALL BE �"
J AND K: ��"
F AND G: ��"/-0
E AND H: ��"
4. VERTICAL DISTANCE FROM BASELINE TOLERANCE:
3. ESTABLISH PERPENDICULAR REFERENCE LINE (C-D)
2. DETERMINE MIDPOINT ON BASELINE (C)
1. ESTABLISH BASELINE BETWEEN BOTTOM TANGENT POINTS (A-B)
C
FOLDED STEEL PLATE GIRDER TOLERANCES
TOLERANCES:
NOTES:
4. FOR GIRDER TABLES, SEE SHEET NOS. 10-20.
3. FOR GIRDER DETAILS, SEE SHEET NO. 8.
2. FOR DIAPHRAGM DETAILS, SEE SHEET NOS. 6 & 7.
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
9
PL
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D:
10:17:12
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W36 H16 016 A77
(TYP.)
77°00’00"
X X
�
35.1732"
2
23.2056"
X X
34.8984"
(TYP.)
105°00’00"
3.5% 3.5%
(TYP.)
105°00’00"
(TYP.)
R=2.5"
3.5%3.5%
(TYP.)
77°00’00"
24.2604"
0.375"
(TYP.)
R=1.875"
9.5600"
12.3888"
16.7244"
7.4076" 7.4076"
9.5736" 9.5736"16.0260"
1.0"
(TYP.)
R=1.875"
5.3856"
1.0"
6.3240"
�
0.500"
(TYP.)
R=2.5"
10.9968"
16.8492"
9.7080"
6.5424" 6.5424"
9.4344" 9.4344"16.0296"
2
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
98.44
28.93
77.15
plf
in
in
�" PLATE INFORMATION
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in3
in in
XX X X X
139.53
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
128.92
37.89
75.78
plf
in
in
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 236.93
in in
XX X X X
177.03
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 1
182.6 6.701295
1672 6.66
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
NOTE: NEGATIVE S TOP STEEL INDICATES TOP FLANGE IS BELOW NEUTRAL AXISX
NOTE: NEGATIVE S TOP STEEL INDICATES TOP FLANGE IS BELOW NEUTRAL AXISX
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
17.0" x 0.375"
15.625" x 0.776"
27.5" x 0.375"
16.0" x 0.5"
15.5" x 1.035"
27.5" x 0.5"
NOTES:
236.0
-8154.3
567.6
3980
240.6
-4995.5
620.4
4139
244.7
-3872.5
668.9
4278
248.6
-3301.9
713.7
4401
252.2
-2959.7
755.5
4514
205.5
1220.5
292.1
2880
209.8
1556.1
320.5
3027
213.5
1993.9
347.6
3158
216.7
2588.5
373.6
3275
219.6
3440.9
398.5
3381
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT1260
1403
1341
1453
1403
1490
1452
1519
1492
1543
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
293.8
33724.5
628.8
4806
299.5
-21545.5
689.5
5011
304.5
-9579.6
745.8
5190
309.1
-6676.8
798.3
5348
313.3
-5375.0
847.4
5490
253.7
1124.3
324.1
3416
259.4
1360.7
354.4
3595
264.3
1640.7
383.7
3756
268.6
1977.2
411.9
3902
272.5
2388.9
439.1
4035
1439
1691
1560
1776
1660
1840
1740
1890
1806
1930
10
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
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D:
10:17:15
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W36 H18 016 A77
23.1888"
XX
35.1732"
22.1340"
34.8984"
X X
(TYP.)
105°00’00"
5.3856"
1.0"
�
(TYP.)
R=1.875"
0.375"
(TYP.)
77°00’00"
(TYP.)
R=1.875"
3.5% 3.5%
14.4600"
10.5250" 18.7236"
7.4076" 7.4076"
9.5736" 9.5736"16.0260"
10.6760" 1
8.8484"
(TYP.)
105°00’00"
(TYP.)
77°00’00"
3.5% 3.5%
(TYP.)
R=2.5"
6.3240"
1.0"
�
(TYP.)
R=2.5"
0.500"
13.0680"
6.5424" 6.5424"
9.4344" 9.4344"16.0296"
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
102.36
30.08
80.22
134.16
39.43
78.85
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 203.83
in in
XX X X X
161.73
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 264.63
in in
XX X X X
205.63
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 2
1656 7.43
2140 7.38
NOTE: NEGATIVE S TOP STEEL INDICATES TOP FLANGE IS BELOW NEUTRAL AXISX
NOTE: NEGATIVE S TOP STEEL INDICATES TOP FLANGE IS BELOW NEUTRAL AXISX
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
17.0" x 0.375"
17.625" x 0.776"
26.25" x 0.375"
16.0" x 0.5"
17.5" x 1.035"
26.25" x 0.5"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
265.2
-62681.6
659.5
4894
269.9
-11114.4
721.6
5082
274.0
-6851.3
778.7
5244
277.8
-5277.4
831.5
5387
281.3
-4463.2
880.7
5516
248.1
2695.3
461.4
4175
245.0
2176.1
432.4
4047
241.6
1767.6
402.2
3905
237.6
1438.2
370.8
3746
232.9
1167.0
338.0
3568
1675
1725
1632
1700
1579
1668
1512
1628
1425
1574
331.5
9506.8
729.4
5925
337.3
29760.4
800.7
6171
342.5
-46825.9
866.8
6383
347.1
-15455.8
928.6
6570
351.4
-10038.2
986.5
6737
288.4
1117.5
375.5
4241
294.6
1324.9
410.4
4459
299.9
1561.1
444.1
4654
304.6
1832.3
476.7
4832
308.8
2146.8
508.2
4994
2034
2161
1963
2118
1876
2064
1767
1994
1652
1906
11
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:19
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W36 H20 016 A7722.1172"
XX
5.3856"
1.0"
�
(TYP.)
R=1.875"
20.7240"
11.4670"
16.5300" (TYP.)
105°00’00"
(TYP.)
R=1.875"(TYP.)
77°00’00"
3.5% 3.5%
0.375"
35.1732"
7.4076" 7.4076"
9.5736" 16.0260" 9.5736"
6.3240"
1.0"
(TYP.)
R=2.5"
21.0612"
�
(TYP.)
105°00’00"
(TYP.)
77°00’00"
(TYP.)
R=2.5"
3.5% 3.5%
34.8984"
6.5424" 6.5424"
9.4344" 9.4344"16.0296"
11.6210"
20.8488"XX
0.500"15.1380"
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
106.28
31.23
83.29
139.41
40.97
81.92
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 224.83
in in
XX X X X
184.63
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 292.13
in in
XX X X X
235.23
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 3
2065 8.14
2671 8.09
NOTE: NEGATIVE S TOP STEEL INDICATES TOP FLANGE IS BELOW NEUTRAL AXISX
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
16.0" x 0.5"
19.5" x 1.035"
25.25" x 0.5"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
17.0" x 0.375"
19.625" x 0.776"
25.25" x 0.375"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
296.6
16777.3
756.1
5938
301.3
-94237.2
828.5
6159
305.5
-15603.5
895.2
6349
309.3
-9436.3
956.9
6516
312.8
-7168.2
1014.4
6665
278.5
2370.9
526.7
5078
275.2
1984.5
493.3
4924
271.4
1660.7
458.7
4753
267.1
1385.7
422.7
4562
262.0
1149.2
385.3
4347
1871
1919
1824
1892
1767
1858
1695
1815
1600
1756
2278
2409
2201
2363
2107
2304
1989
2229
1882
2138
371.8
6380.4
834.6
7202
378.0
11174.5
917.3
7495
383.4
26590.4
994.3
7747
388.1
-283902.5
1066.3
7968
392.5
-27149.1
1133.9
8163
347.4
2033.5
579.8
6082
342.9
1768.5
543.7
5887
337.7
1532.3
506.4
5673
331.9
1320.6
468.0
5437
325.1
1129.8
428.4
5176
12
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:23
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W40 H20 016 A77
5.3856"
1.0"
�
(TYP.)
R=1.875"
26.1168"
(TYP.)
105°00’00"
(TYP.)
77°00’00"
3.5%3.5%
(TYP.)
R=1.875"
0.375"
16.5300"
9.4068" 9.4068"
39.1728"
11.5728" 16.0272" 11.5728"
X X
11.4380"
20.7936"
(TYP.)
R=2.5"
25.0620"
�
1.0"
6.3240"
(TYP.)
105°00’00"0.500"
8.5428" 8.5428"
38.8980"
11.4324" 16.0332" 11.4324"
15.1380"
X
11.5830"
20.9184"X
3.5%3.5%
(TYP.)
77°00’00"
(TYP.)
R=2.5"
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
116.47
34.23
91.29
152.98
44.96
89.92
GIRDER TABLES - 4
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
21.0" x 0.375"
19.625" x 0.776"
29.25" x 0.375"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
20.0" x 0.5"
19.5" x 1.035"
29.25" x 0.5"
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 255.33
in in
XX X X X
213.33
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
2368 8.33
NOTE: NEGATIVE S TOP STEEL INDICATES TOP FLANGE IS BELOW NEUTRAL AXISX
330.5
10100.0
800.4
6520
335.5
32466.6
877.8
6766
340.0
-46639.1
949.3
6978
344.0
-15980.3
1015.8
7163
347.7
-10451.6
1077.8
7328
310.9
2243.6
557.5
5564
307.3
1910.9
522.5
5394
303.2
1624.1
486.3
5206
298.6
1374.5
448.8
4998
293.1
1155.4
409.9
4764
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 332.83
in in
XX X X X
273.23
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
3075 8.28
416.0
5445.3
884.7
7923
422.7
8399.6
972.7
8250
428.5
14504.9
1054.9
8532
433.6
34455.7
1132.0
8779
438.2
-289632.1
1204.6
8997
389.6
1997.9
616.2
6683
384.7
1756.8
578.5
6469
379.1
1538.4
539.7
6236
372.9
1339.6
499.8
5980
365.6
1158.1
458.7
5697
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT1697
1895
1809
1965
1895
2017
1963
2058
2019
2091
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT2444
2618
2352
2562
2240
2491
2119
2403
2029
2309
13
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:26
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W40 H24 016 A77�
(TYP.)
R=1.875"
23.9736"
1.0"
5.3856"
(TYP.)
105°00’00"
(TYP.)
77°00’00"
(TYP.)
R=1.875"
3.5% 3.5%
20.6712"
X X
13.2800"
24.7932"
9.4068"
11.5728"
9.4068"
11.5728"
39.1728"
16.0272"
(TYP.)
R=2.5"
22.9176"
�
1.0"
6.3240"
19.2792"
0.375"
0.500"
8.5428" 8.5428"
38.8980"
11.4324" 16.0332" 11.4324"
(TYP.)
105°00’00"
(TYP.)
77°00’00"
3.5% 3.5%
(TYP.)
R=2.5"
X
13.4300"
X
24.9192"
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
124.31
36.53
97.43
163.46
48.04
96.06
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 302.53
in in
XX X X X
267.23
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 394.83
in in
XX X X X
343.23
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 5
3459 9.74
4498 9.69
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
21.0" x 0.375"
23.625" x 0.776"
27.25" x 0.375"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
20.0" x 0.5"
23.5" x 1.035"
27.25" x 0.5"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
404.5
5769.2
1012.9
9215
410.1
8879.2
1114.2
9555
414.9
15201.4
1208.3
9845
419.2
34933.6
1296.2
10096
423.0
-663365.4
1378.4
10317
382.2
2095.9
699.8
7879
377.9
1837.1
655.3
7640
373.1
1602.4
609.5
7377
367.5
1388.7
562.2
7084
361.0
1193.3
513.3
6756
511.2
4382.9
1115.1
11217
518.9
5836.8
1228.9
11675
525.4
7875.6
1336.0
12066
531.0
10935.9
1436.9
12407
536.0
16032.7
1532.4
12707
480.2
1987.6
772.5
9476
474.4
1779.2
725.0
9176
467.8
1584.6
676.3
8849
460.3
1402.4
626.4
8491
451.7
1231.5
575.2
8096
2100
2314
2228
2394
2326
2454
2405
2501
2468
2538
3005
3189
2900
3125
2771
3044
2667
2952
2570
2854
14
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:30
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W40 H28 016 A77�
(TYP.)
R=1.875"
21.8292"
1.0"
5.3856"
0.375"
24.8124"
16.0272"
9.4068"9.4068"
39.1728"
11.5728" 11.5728"
X
15.0600"
28.7940"
X
(TYP.)
105°00’00"
3.5%
(TYP.)
R=1.875"
3.5%
(TYP.)
77°00’00"
�
20.7744"
1.0"
6.3240"
23.4204"
0.500" (TYP.)
105°00’00"
(TYP.)
77°00’00"
3.5% 3.5%
(TYP.)
R=2.5"
(TYP.)
R=2.5"
8.5428"
38.8980"
16.0332" 11.4324"11.4324"
8.5428"
X
15.2100"
28.9188"
X
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
132.15
38.84
103.57
173.90
51.11
102.20
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 349.13
in 11.09 in
XX X X X
323.73
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 455.93
in 11.04 in
XX X X X
416.73
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 6
4766
6205
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
21.0" x 0.375"
27.625" x 0.776"
25.0" x 0.375"
20.0" x 0.5"
27.5" x 1.035"
25.0" x 0.5"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT3179
3465
3284
3567
3382
3662
3510
3751
3630
3824
2569
2784
2694
2872
2806
2939
2895
2992
2967
3034
486.1
4768.6
1236.3
12518
492.5
6438.8
1364.1
12981
497.8
8836.8
1483.6
13372
502.5
12564.5
1595.7
13709
506.6
19140.2
1701.2
14004
459.9
2086.6
847.0
10692
454.8
1857.2
792.4
10366
449.0
1643.5
736.4
10007
442.4
1444.0
678.8
9608
434.6
1257.3
619.6
9163
544.6
1321.4
694.8
10991
555.0
1490.0
756.5
11524
564.0
1667.1
816.8
12010
571.9
1853.0
875.8
12455
578.9
2048.6
933.5
12863
644.2
10239.6
1880.3
17274
638.6
8078.3
1759.2
16867
632.2
6425.8
1631.7
16404
624.7
5122.3
1497.4
15869
615.8
4068.6
1355.4
15243
15
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:33
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W40 H32 016 A77
28.9536"
1.0"
19.6860"
(TYP.)
R=1.875"
(TYP.)
105°00’00"
(TYP.)
77°00’00"
3.5%
(TYP.)
R=1.875"
�
0.375"
5.3856"
3.5%
16.0272"
9.4068"
11.5728"
9.4068"
39.1728"
11.5728"
16.7900"
XX
32.7936"
�
18.6312"
R=2.5" (TYP.)
1.0"
6.3240"
(TYP.)
105°00’00"
27.5616"
3.5% 3.5%
0.500"
(TYP.)
R=2.5"(TYP.)
77°00’00"
16.0332"
8.5428"
11.4324"
38.8980"
8.5428"
11.4324"
16.9400"
X
32.9184"
X
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
139.99
41.14
109.70
184.34
54.17
108.34
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 395.03
in 12.38 in
XX X X X
382.63
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 516.13
in 12.32 in
XX X X X
493.33
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 7
6292
8198
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
21.0" x 0.375"
31.625" x 0.776"
22.75" x 0.375"
20.0" x 0.5"
31.5" x 1.035"
22.75" x 0.5"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
574.7
4421.5
1467.0
16465
582.0
5649.7
1623.3
17083
588.2
7204.6
1770.4
17604
593.4
9234.3
1909.2
18051
598.0
11993.0
2040.5
18441
543.6
2135.8
997.2
14028
537.5
1919.2
932.2
13594
530.6
1714.0
865.6
13117
522.6
1519.3
797.5
12588
513.2
1334.4
727.6
12000
729.1
4000.0
1602.0
20042
739.6
4889.5
1773.9
20879
748.4
5923.8
1937.5
21594
755.8
7140.8
2093.5
22213
762.3
8592.8
2242.4
22756
684.9
2143.3
1097.5
16869
676.5
1951.8
1029.1
16327
667.0
1767.7
959.5
15739
656.2
1590.6
888.5
15097
643.7
1420.0
816.2
14395
3515
3580
3434
3532
3334
3473
3208
3397
3094
3304
4318
4524
4183
4441
4072
4349
3967
4249
3853
4140
16
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:37
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W40 H34 016 A7718.6144"
�
1.0"
5.3856"
R=1.875" (TYP.)
(TYP.)
105°00’00"
31.0236"
0.375"
16.0272"
9.4068"
11.5728"
9.4068"
39.1728"
11.5728"
(TYP.)
R=1.875"
3.5% 3.5%
(TYP.)
77°00’00"
34.7940"
17.6300"
XX
16.0332"
8.5428"
11.4324"
38.8980"
8.5428"
11.4324"
3.5% 3.5%
(TYP.)
77°00’00"
(TYP.)
R=2.5"
�
17.5596"
R=2.5" (TYP.)
1.0"
29.6316"
0.500"
34.9188"
17.7900"
XX
(TYP.)
105°00’00"
6.3240"
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
143.91
42.29
112.77
189.53
55.70
111.41
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 417.83
in 13.00 in
XX X X X
412.83
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 546.03
in 12.94 in
XX X X X
532.73
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 8
7137
9303
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
20.0" x 0.5"
33.5" x 1.035"
21.75" x 0.5"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
21.0" x 0.375"
33.625" x 0.776"
21.75" x 0.375"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT4300
4497
4333
4614
4443
4717
4546
4811
4687
4897
3376
3583
3483
3677
3617
3758
3723
3821
3808
3871
621.5
4348.3
1584.2
18692
629.4
5462.2
1755.4
19401
636.0
6821.1
1917.0
19998
641.6
8514.5
2069.9
20510
646.5
10681.7
2214.8
20956
587.6
2172.8
1073.0
15898
580.9
1959.2
1002.7
15402
573.3
1755.7
930.8
14857
564.6
1561.5
857.2
14254
554.3
1376.0
781.9
13583
788.8
4011.4
1726.9
22742
800.3
4854.6
1914.2
23703
809.8
5815.3
2093.0
24523
817.9
6919.5
2263.8
25234
824.9
8201.4
2427.3
25857
740.5
2198.2
1180.1
19110
731.3
2006.9
1106.4
18492
720.9
1822.3
1031.3
17821
709.1
1643.8
955.0
17091
695.5
1471.3
877.2
16292
17
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:41
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W44 H24 016 A77
27.9732"
�
1.0"
5.3856"
(TYP.)
R=1.875"
(TYP.)
105°00’00"
20.6712"
0.375"
24.8640"
13.2800"
XX
16.0296"
11.4072"
13.5720"
3.5%3.5%
(TYP.)
R=1.875" (TYP.)
77°00’00"
11.4072"
13.5720"
43.1736"
�
26.9184"
1.0"
6.3240"
(TYP.)
R=2.5"
(TYP.)
105°00’00"0.500"
19.2792"
16.0344"
10.5432"
13.4316"
42.8976"
3.5%
13.4316"
3.5%
(TYP.)
R=2.5"
10.5432"
(TYP.)
77°00’00"
24.9888"
13.4250"
XX
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
134.51
39.53
105.43
177.04
52.03
104.06
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 338.83
in in
XX X X X
302.13
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in3
in in
XX X X X
389.33
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 9
3892
5077 9.89
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
25.0" x 0.375"
23.625" x 0.776"
31.25" x 0.375"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
24.0" x 0.5"
23.5" x 1.035"
31.25" x 0.5"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
9.93
443.0
499.1
1278.2
611.5
8794
508.2
1445.7
664.1
9213
516.1
1623.1
715.4
9594
523.1
1811.4
765.5
9944
529.3
2011.6
814.6
10266
562.4
4213.2
1170.5
12156
570.6
5467.0
1289.6
12658
577.5
7130.6
1402.1
13089
583.5
9440.7
1508.4
13464
588.9
12860.5
1609.3
13796
2750
3056
2848
3156
2942
3251
3061
3341
3183
3417
2629
2726
2555
2683
2465
2628
2351
2558
2232
2468
443.7
5261.5
1061.5
9974
449.6
7612.0
1168.1
10348
454.7
11640.6
1267.4
10667
459.2
20117.2
1360.4
10943
463.2
49360.1
1447.8
11187
419.8
2082.6
734.8
8516
415.2
1839.5
688.8
8258
410.1
1616.7
641.4
7974
404.2
1411.7
592.6
7660
397.3
1222.6
542.3
7310
18
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:44
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W44 H32 018 A77
0.375"
32.8284"
17.0800"
XX
3.5%
(TYP.)
77°00’00"
23.6856"
�
(TYP.)
R=1.875"
1.0"
5.3856"
(TYP.)
105°00’00"
28.9536"
43.1736"
10.4076"
12.5724"
10.4076"
12.5724" 18.0288"
3.5%
(TYP.)
R=1.875"
�
22.6308"
1.0"
6.3240"
(TYP.)
R=2.5"
(TYP.)
105°00’00"
0.500"27.5616"
9.5424"
12.4320"
42.8976"
12.4320"
(TYP.)
R=2.5"
9.5424"
3.5%3.5%
(TYP.)
77°00’00"
18.0336"
X
17.2400"
X
32.9532"
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
147.64
43.39
115.70
194.53
57.17
114.34
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 437.83
in 12.59 in
XX X X X
410.53
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 573.03
in 12.53 in
XX X X X
530.33
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 10
6859
8951
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
22.0" x 0.5"
31.5" x 1.035"
26.75" x 0.5"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
23.0" x 0.375"
31.625" x 0.776"
26.75" x 0.375"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
599.5
4416.6
1503.1
17089
607.1
5595.5
1661.9
17731
613.4
7065.7
1811.7
18273
618.8
8948.7
1953.2
18739
623.6
11444.7
2087.2
19145
567.6
2180.2
1027.7
14580
561.4
1965.2
962.1
14137
554.4
1761.1
895.1
13651
546.3
1567.1
826.4
13115
536.9
1382.4
756.2
12519
761.6
4041.4
1645.9
20826
772.4
4910.1
1820.1
21691
781.4
5912.1
1986.1
22432
789.1
7079.7
2144.7
23075
795.8
8457.3
2296.2
23640
716.5
2206.3
1136.5
17579
708.0
2015.3
1067.7
17029
698.5
1831.4
997.6
16433
687.6
1654.2
926.2
15786
675.2
1483.2
853.5
15079
3188
3406
3284
3500
3420
3585
3530
3651
3619
3703
3980
4275
4092
4384
4197
4485
4296
4580
4427
4669
19
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
PL
OT
TE
D:
10:17:48
AM
9/19/2014
OP
ER
AT
OR: kenneth.younger
FI
LE
PA
TH:
P:\
CD
R
BRI
DG
E\
PR
OP
OS
AL
S\
P3672.00-
Folded_
Steel_
Plate_
Girder\
Design\
US
TN\
AA
SH
TO\
Bea
m
Tables.dgn
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
DESIGNER
CDR JOB #:
CHECKED:
DRAWN:
DESIGNED:
SCALE:
DATE:
SHEET OF 20
MJM
KTY
NOT TO SCALE
RTE
BUREAU OF PROJECT DELIVERY
PITTSBURGH, PA 15212-5746
503 MARTINDALE STREET
D.L. CLARK BUILDING, SUITE 610
WEB: www.cdrbridges.com
F: 412-322-2138
P: 412-322-0313
PENNDOT DRAWING #14-604-BDTD
FOLDED STEEL PLATE GIRDER SYSTEM
CDR BRIDGE SYSTEMS, LLC
9/19/14
FSPG DESIGNATION: W44 H34 020 A77
0.375"
3.5%
(TYP.)
77°00’00"
22.6140"
�
(TYP.)
R=1.875"
1.0"
5.3856"
(TYP.)
105°00’00"
31.0236"
9.4068"
3.5%
(TYP.)
R=1.875"
9.4068"
11.5728"20.0280"
43.1736"
11.5728"
X
18.2100"
X
34.7940"
�
21.5592"
1.0"
6.3240"
(TYP.)
R=2.5"
(TYP.)
105°00’00"
0.500"
29.6316"
11.4324"
(TYP.)
R=2.5"
8.5428"
3.5%3.5%
(TYP.)
77°00’00"
8.5428"
11.4324"18.0336"
42.8976"
18.3700"
X
34.9188"
X
�" PLATE INFORMATION
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
2
plf
in
in
WEIGHT:
AREA:
PLATE WIDTH ALONG � PLATE:
1/2" PLATE INFORMATION
2
plf
in
in
149.01
43.79
116.77
196.34
57.70
115.41
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 457.53
in 13.14 in
XX X X X
422.53
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
N=8 COMPOSITE SECTION PROPERTIES
3N=24 COMPOSITE SECTION PROPERTIES
NON-COMPOSITE SECTION PROPERTIES
I S TOP S BOT. r
4
in 598.53
in 13.08 in
XX X X X
545.63
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
6’-0" 7’-0" 8’-0" 9’-0" 10’-0"
EFFECTIVE SLAB WIDTH
IXX
4
in
3
in
3
in
S TOP SLAB
S TOP STEEL
3
inS BOT. STEEL
X
X
X
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
4
in
3
in
3
in
3
in
GIRDER TABLES - 11
7551
9847
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
21.0" x 0.375"
33.625" x 0.776"
25.75" x 0.375"
EQUIVALENT PLATE GIRDER FOR STLRFD
BOTTOM FLANGE:
WEB:
TOP FLANGE:
20.0" x 0.5"
33.5" x 1.035"
25.75" x 0.5"
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
EFFECTIVE SLAB WIDTH
6’-0" 7’-0 8’-0" 9’-0" 10’-0"
KIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
MOMENT CAPACITY
PLASTIC, M
NOMINAL, M
P
nKIP-FT KIP-FT KIP-FT KIP-FT KIP-FT
697.2
1529.4
902.7
16521
710.3
1702.9
979.5
17292
721.7
1882.4
1054.9
17999
731.8
2068.2
1129.1
18649
740.8
2260.5
1201.9
19250
824.5
8297.0
2436.7
25874
817.5
7008.4
2274.6
25257
809.4
5898.2
2105.3
24554
799.9
4932.2
1928.3
23745
788.4
4084.3
1742.8
22800
4222
4506
4336
4616
4444
4719
4545
4814
4673
4904
3377
3584
3475
3679
3609
3765
3721
3832
3812
3886
621.2
4411.3
1593.9
18717
629.1
5531.4
1763.6
19418
635.7
6897.7
1923.8
20009
641.4
8600.0
2075.5
20518
646.3
10778.1
2219.3
20960
587.5
2223.1
1087.7
15973
580.9
2008.3
1018.2
15489
573.5
1803.6
947.1
14957
564.9
1608.2
874.4
14371
554.9
1421.6
800.0
13720
20
NOTES:
6. COMPOSITE SECTION PROPERTIES ARE BASED ON EFFECTIVE SLAB WIDTH EXCLUDING THE CLOSURE POUR.
5. SECTION PROPERTIES ASSUME BOTTOM FLANGES ARE LEVEL.
4. SECTION PROPERTIES CONSIDER 8" THICK CONCRETE DECK WITH �" INTEGRAL WEARING SURFACE & 0" HAUNCH.
3. SECTION PROPERTIES BASED ON A CONCRETE STRENGTH OF 4 KSI AND ASTM A709, GRADE 50 STEEL.
2. PLASTIC MOMENT CALCULATED BASED AASHTO 6.10.7.1.2 (COMPOSITE COMPACT SECTION IN POSITIVE FLEXURE).
1. FOR INDEX OF DRAWINGS AND SPECIFICATIONS, SEE SHEET NOS. 1 & 2.
Recommended